Multi-time-step explicit-implicit method for non-linear structural dynamics

We present a method with domain decomposition to solve time-dependent non-linear problems. This method enables arbitrary numeric schemes of the Newmark family to be coupled with di erent time steps in each subdomain: this coupling is achieved by prescribing continuity of velocities at the interface. We are more speci cally interested in the coupling of implicit=explicit numeric schemes taking into account material and geometric non-linearities. The interfaces are modelled using a dual Schur formulation where the Lagrange multipliers represent the interfacial forces. Unlike the continuous formulation, the discretized formulation of the dynamic problem is unable to verify simultaneously the continuity of displacements, velocities and accelerations at the interfaces. We show that, within the framework of the Newmark family of numeric schemes, continuity of velocities at the interfaces enables the de nition of an algorithm which is stable for all cases envisaged. To prove this stability, we use an energy method, i.e. a global method over the whole time interval, in order to verify the algorithms properties. Then, we propose to extend this to non-linear situations in the following cases: implicit linear=explicit non-linear, explicit non-linear=explicit non-linear and implicit non-linear=explicit non-linear. Finally, we present some examples showing the feasibility of the method